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, 4. MOUND SIZING <br /> A. Calculate C(eon Sand Lift: 3 feet minus Depth to Limiting Condifion (1.C)=Clean Sand Lift (1 ft minimum) <br /> 3.0 ft - 1.5 ft = 1.5 ft Design Sand Lift (optional): �� <br /> B. Calculate Upslope Height:Cleon Sand Lift (4.A)+media depth (1 ft.)+cover (1 ft.)=Ups(ope Height <br /> 1.5 ft + 1.0 ft + 1.0 ft= 3.5 ft <br /> D•34:51opeMul!iplier iable <br /> Li11d SIOp!9'e 0 1 2 3 � 5 6 7 8 9 IO 11 12 1J 1� IS 16 il 18 19 10 21 12 13 14 25 <br /> Upslope 3:I ;.00 2.91 2.dJ 2J5 2.6E Z.51 2.SJ 2.J8 2.a2 2.3b 1.?I 2.25 2.2I 7 t7 i.'.3 i.CL :.05 2.03 2.00 1.L7 1.95 I.S"s I.St 1.89 1.67 I.dS <br /> 69rm Rd;o 4:1 d.00 3,85 3.70 3.57 3.d5 3.33 3.?3 3.t2 3.03 1.9.i 2.86 2.78 2.70 2.62 2.55 2.J8 2.�t 2.35 2.29 2.23 2J8 2.i3 2,08 2.03 1.98 t.93 <br /> Li�ld$IOp!.°�'0 0 I 2 ; < 5 6 7 6 9 10 1 I t2 13 14 15 16 17 18 t9 20 11 22 23 24 25 <br /> �pif�SlOpP 3:1 ;.O!'r 3,05 3.19 330 3.J1 3.53 3.56 i.RC 1.95 J.II �.29 d..i9 �.69 �.95 5.2a i55 5.89 6.2J 6.63 7.01 7.a7 '.93 8.12 8.91 9.�6 !O.D2 <br /> BPI'�l R,i10 J:I �.p0 1.l7 J,;S J.54 a,�6 S.QO 5.25 5.56 5.88 6.25 6.67 7.1J 7.69 8.29 8.92 9.57 10.2J 10.9J 11.67 12.J2 5;.19 ;3.99 IJ.E2 i5.67 16.Ss I7,.I.i <br /> � Select Upsfope Berm Mu(tiplier <br /> (based on land slope): 3.33 (figure D-34) <br /> D. Calculate Ups(ope Berm �dth:Multiplier (4.C)X Upslope Mound Height (4.6)=Upslope Berm�dth <br /> 3.33 ft X 3.5 ft = 11.7 ft <br /> E. Calculate Drop in Flevation Under Bed:Bed�dth (2.B) X Lond Slope (1.D)�100=Drop (ft) <br /> 10.0 ft x 5.0 % : �00= 0.50 ft <br /> F. Calculate Downslope Mound Height: Ups(ope Height (4.B)+Drop in E(evation (4.E)=Downslope Height <br /> 3.5 ft + 0.50 ft = 4.0 ft <br /> G. Select Downslope 8erm Multiplier <br /> (based on land slope): 5.00 (figure D-34) <br /> H. Calculate Downslope Berm�dth:Multiplier (4.G)X Downslope Height (4.F)=Downslope Berm Width <br /> 5.00 x 4.0 ft = 20.0 ft <br /> 1. Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Vl�idth (3.B or 3.C)+4 ft. =ft <br /> 10.0 ft +� ft = 14.0 ft <br /> J. Design Downslope Be�m =greater of 4H and 41: 20.0 ft <br /> K. Select Endslope 8erm Mu(tiplier: 3.00 (usually 3.0 or 4.0) <br /> L. Calculate Endslope Berm (4.K)X Downslope Mound Neight (4.F)=Endslope Berm Width <br /> 3.00 ft x 4.0 ft = 12.0 ft <br /> M.Calculate Mound Width: Upslope Berm Width(4.D)+Bed Width (2.6)+po�slope Berm Width (4.J)=ft <br /> 11.7 ft + 10.0 ft + 20.0 ft = 41.7 ft <br /> N. Calculate Mound Length:Ends(ope Berm Width (4.L)+Bed Length (2.C) +Endslope 8erm Width (4.L)=ft <br /> 12.0 ft + 63.0 ft + 12.0 ft = 87.0 ft <br /> 0. If using a registered product,enter the Component Length: �in, : �Z ��pt. <br /> P. If using a registered product, enter the Component Width: C�in, = 12 �ft. <br /> Q.Number of Components per Row =Bed Length (2.C)divided by Component Length (4.0}(Round up) <br /> 63 : �� _ � <br /> R. Number of Rows =Bed Width (2.6}divided by Component Width (4.P} (Round upy <br /> Adjust Contour Loading Rate on Design Summary page until this number is a whole number <br /> C� � C� �� <br /> 5, Tota(Number of Components =Number of Components per Row X Number of Rows <br /> �� X � � <br />